Townhouses-LR000803ALPHA TESTING, INC.
2209 Wisconsin St.. Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 08/03/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-52B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENS~Y MOISTURE DRYDENS(TY COMPACTION COMMENT*
909 08/03/00 FG-1.8 2 19.0 100.4 23.8 97 96 1-A
910 08/03/00 FG-1.7 2 19.0 100.4 21.9 99 99 1-A
911 08/03/00 FG-1.7 2 19.0 100.4 20.7 102 101 1-A
912 08/03/00 FG-1;8 2 19.0 100.4 21.6 99 99 1-A
913 08/03/00 FG-1.7 2 19.0 100.4 23.0 97 97 1-A
914 08/03/00 FG-1.6 2 19.0 100.4 22.0 98 98 1-A
915 08/03/00 FG-2.5 2 19~0 100.4 21.1 99 99 1-A
TEST LOCATION:
909 BLOCK A, PAD #56
910 BLOCKA, PAD~58
911 BLOCK A, PAD #59
912 BLOCKA, PAD#61
913 iBLOCKA, PAD~62
914 BLOCKA, PAD~63
915 BLOCK A, PAD #64
CC: STEVE TOPLETZ, ANDANTE
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS //
2. NATURAL SUE)GRADE B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WmTN SPECIFICATIONS
4 CEMENT TREATED D. RETEST
Geotechnical Engineering · Construction Matedals Testing · Environmental Engineering
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 08/03/00
DALLAS, TEXAS
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-52A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE iN PLACE PERCENT
NO, DATEDEPT~ NUMBER MOISTURE DRY DENSI~( MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
902 08/03/00 FG-1.5 2 19.0 100.4 22.3 100 100 1-A
903 08/03/00 FG-1.5 2 19.0 100.4 21.7 97 96 1-A
904 08/03/00 FG-1.5 2 19.0 100.4 20,8 99 98 1-A
905 08/03/00 FG-1.6 2 19.0 100.4 20.1 101 100 1-A
906 08/03/00 FG-1.7 2 19.0 100.4 23.6 97 96 1-A
907 08/03/00 FG-1.7 2 19.0 100.4 22.3 101 100 1-A
908 08/03/00 FG-1.6 2 19.0 100.4 21.9 98 98 1-A
TEST LOCATION:
902 BLOCKA, PAD#10
903 BLOCK A, PAD #11
904 BLOCK A, PAD #12
905 BLOCK A, PAD #13
906 BLOCKA, PAD#14
907 BLOCK A, PAD #21
908 BLOCK A, PAD #20
CC: STEVE TOPLETZ, ANDANTE
1 FILL
2. NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering
ALPHA TESTING, INC.
2209 Wisconsin St., Sutte 100
Daflas, Texas 75229
972/620-8911 - 972/263-4937 [Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR LEMP DEVELOPMENT DATE 08/03/00
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-52
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NQ DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
895 08/03/00 FG-2.2 2 19.0 100,4 22.5 100 99 1-A
896 08/03/00 FG-2.2 2 19.0 100.4 21.4 101 101 1-A
897 08/03/00 FG-2.3 2 19.0 100.4 22.7 98 97 1 -A
898 08/03/00 FG-2.2 2 19.0 100.4 21.3 101 100 1-A
899 08/03/00 FG-2.1 2 19.0 100.4 22.4 98 97 1-A
900 08/03/00 FG-3.0 2 19.0 100.4 22.8 97 96 1-A
901 08/03/00 FG-2.1 2 19.0 100,4 22.1 101 100 1-A
TEST LOCATION:
895 BLOCKA, PAD #58
896 BLOCKA, PAD #59
897 BLOCKA, PAD~61
898 BLOCKA, PAD ~2
899 BLOCK A, PAD #63
900 BLOCK A, PAD ~,64
901 BLOCKA, PAD #65
CC: STEVE TOPLETZ, ANDANTE
1 FILL
2 NATURALSUBGRADE
3 LIME STAEIL~ED
4 CEMENTTREATED
*A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C.PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
Geotechnical Engineering · Construction Matenals Testing · Environmental Engineering